International Journal of Space Structures最新文献

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A study of digital and physical workflows used for the creation of fabric-formed ice shells with bending active frames 用于创建具有弯曲主动框架的织物冰壳的数字和物理工作流程的研究
International Journal of Space Structures Pub Date : 2020-12-21 DOI: 10.1177/0956059920981861
Lancelot Coar, Jason Hare, Lars De Laet, Y. Cha, Gahyun Suh, Jesssica Piper, Violet Jiang
{"title":"A study of digital and physical workflows used for the creation of fabric-formed ice shells with bending active frames","authors":"Lancelot Coar, Jason Hare, Lars De Laet, Y. Cha, Gahyun Suh, Jesssica Piper, Violet Jiang","doi":"10.1177/0956059920981861","DOIUrl":"https://doi.org/10.1177/0956059920981861","url":null,"abstract":"Cold climate regions with sustained temperatures between −10°C and −20°C offer a unique opportunity to produce temporary rigid ice spatial structures. An advantage offered by creating these unusual structures includes their ability to test the structural performance of spatial shells made from this and other analogous liquid-to-solid materials (e.g. concrete, GFRC, fiberglass, etc.) at a building scale. Additionally, because of the minimal cost of the material and temporary life of these structures, they offer a unique opportunity to explore and improve the design and construction methods used to erect shell structures in an efficient and low impact way. This paper focuses on the creation of fabric-formed ice shells utilizing bending active frames as a form-finding system. In particular, the paper will analyze the design process workflows used in three case studies of building-scale ice shell projects created by the authors and highlight the tools and methodologies developed to address the particular goals of each project. Responding to the lessons learned from these projects, a final project describing current research will be presented. In this work there is an effort to synthesize the lessons from the three previous projects and produce a congruent, iterative, and effective design and construction workflow to produce fabric-formed ice shells using bending active gridshells. An emphasis in this study focuses on the informational and methodological transfer between digital and physical tools and how these unique tools and capacities can create a synergistic design and construction language that leverages the limitations of one with the strengths of the other.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"36 1","pages":"13 - 25"},"PeriodicalIF":0.0,"publicationDate":"2020-12-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920981861","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43063697","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Form-finding of shells containing both tension and compression using the Airy stress function 利用艾里应力函数对包含张力和压缩的壳体进行找形
International Journal of Space Structures Pub Date : 2020-12-14 DOI: 10.1177/09560599221102618
M. Miki, Emil Adiels, W. Baker, T. Mitchell, Alexander Sehlström, Chris J. K. Williams
{"title":"Form-finding of shells containing both tension and compression using the Airy stress function","authors":"M. Miki, Emil Adiels, W. Baker, T. Mitchell, Alexander Sehlström, Chris J. K. Williams","doi":"10.1177/09560599221102618","DOIUrl":"https://doi.org/10.1177/09560599221102618","url":null,"abstract":"Pure-compression shells have been the central topic in the form-finding of shells. This study investigated tension-compression mixed-type shells by utilizing a NURBS-based isogeometric form-finding approach that analyses Airy stress functions to expand the possible plan geometry. A complete set of smooth version graphic statics tools is provided to support the analyses. The method is validated using examples with known solutions, and a further example demonstrates the possible forms of shells that the proposed method permits. Additionally, a guideline to configure a proper set of boundary conditions is presented through the lens of asymptotic lines of the stress functions.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"37 1","pages":"261 - 282"},"PeriodicalIF":0.0,"publicationDate":"2020-12-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45587244","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Minimal-waste design of timber layouts from non-standard reclaimed elements: A combinatorial approach based on structural reciprocity 非标准再生元素的木材布局的最小浪费设计:基于结构互惠的组合方法
International Journal of Space Structures Pub Date : 2020-11-01 DOI: 10.1177/09560599211064091
Dario Parigi
{"title":"Minimal-waste design of timber layouts from non-standard reclaimed elements: A combinatorial approach based on structural reciprocity","authors":"Dario Parigi","doi":"10.1177/09560599211064091","DOIUrl":"https://doi.org/10.1177/09560599211064091","url":null,"abstract":"The use of timber allows reducing the environmental impact in the construction sector. However, as the demand for construction timber rises, the pressure on the world’s forest is increasing too. To maintain an adequate supply of timber from sustainable forests in the coming decades, the building industry must adopt practices that reduce the impact on forestry. Reuse is one of the principles of Circular Economy (CE). Among the technical challenges of reuse are the variability and the short size of the stock of elements coming either from demolition or from new construction, such as cut-offs and temporary scaffolding. This work presents a study for the design of structural configurations with short and non-regular sized elements that would normally be considered waste. The configurations are based on the principle of structural reciprocity and are generated by an optimization algorithm that allows minimizing the material waste and maximizing the stock elements use. A computational strategy based on the SPEA-II multi-objective method is employed for the investigation of optimal trade-offs between competing objective functions, such as structural lightness and optimal use of stock inventory. The goal of this work is demonstrating the feasibility of an industrial process, borrowing key elements from the Industry 4.0 paradigm, for a streamlined and economical production of standardized building components using non-standard reclaimed elements.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"36 1","pages":"270 - 280"},"PeriodicalIF":0.0,"publicationDate":"2020-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41761257","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Structural design, optimization and detailing of the BUGA fibre pavilion BUGA纤维馆的结构设计、优化和细节
International Journal of Space Structures Pub Date : 2020-10-02 DOI: 10.1177/0956059920961778
M. Gil Pérez, B. Rongen, V. Koslowski, J. Knippers
{"title":"Structural design, optimization and detailing of the BUGA fibre pavilion","authors":"M. Gil Pérez, B. Rongen, V. Koslowski, J. Knippers","doi":"10.1177/0956059920961778","DOIUrl":"https://doi.org/10.1177/0956059920961778","url":null,"abstract":"The BUGA fibre pavilion built in April 2019 at the Bundesgartenschau in Heilbronn, Germany, is the most recent coreless fibre winding research pavilion developed from the collaboration between ICD/ITKE at the University of Stuttgart. The research goal is to create lightweight and high-performance lattice composite structures through robotic fabrication. The pavilion is composed of 60 carbon and glass fibre components, and is covered by a prestressed ethylene tetrafluoroethylene (ETFE) membrane. Each of the components is hollow in section and bone-like in shape. They are joined through steel connectors at the intersecting nodes where the membrane is also supported through steel poles. The components are fabricated by coreless filament winding (CFW), a technique where fibre filaments impregnated with resin are wound freely between two rotating scaffolds by a robotic arm. This novel structural system constitutes a challenge for the designer when proving and documenting the load-carrying capacity of the design. This paper outlines and elaborates on the core methods and workflows followed for the structural design, optimization and detailing of the BUGA fibre pavilion.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"35 1","pages":"147 - 159"},"PeriodicalIF":0.0,"publicationDate":"2020-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920961778","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41988225","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 25
Structural parts as quadrics: Elasticity ellipses revisited 作为二次曲面的结构零件:重新审视弹性椭圆
International Journal of Space Structures Pub Date : 2020-09-30 DOI: 10.1177/09560599221081013
T. Baranyai
{"title":"Structural parts as quadrics: Elasticity ellipses revisited","authors":"T. Baranyai","doi":"10.1177/09560599221081013","DOIUrl":"https://doi.org/10.1177/09560599221081013","url":null,"abstract":"Elasticity ellipses or central ellipses have been long used in graphic statics to capture the elastic behaviour of structural elements. The paper gives a generalisation the concept both in dimensions and in the possibility of degenerate conics/quadrics. The effect of projective transformations of these quadrics is also given, such that the entire mechanical system can be transformed preserving equilibrium and compatibility between its elements.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"37 1","pages":"213 - 226"},"PeriodicalIF":0.0,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43813638","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Investigation on design methods for cable mesh configuration of deployable space antenna reflector 可展开空间天线反射器索网结构设计方法研究
International Journal of Space Structures Pub Date : 2020-09-30 DOI: 10.1177/0956059920960305
D. Sheth, Hemant Arora, S. Joshi, B. Munjal, D. Shah
{"title":"Investigation on design methods for cable mesh configuration of deployable space antenna reflector","authors":"D. Sheth, Hemant Arora, S. Joshi, B. Munjal, D. Shah","doi":"10.1177/0956059920960305","DOIUrl":"https://doi.org/10.1177/0956059920960305","url":null,"abstract":"Mesh reflectors are always a preferable option for large size deployable antenna reflector over solid surface reflectors due to their flexibility of adjustment in minimum possible space and ability to get deployed to full configuration in space. Maintaining surface properties and accuracy are two important requirements in the design of the mesh reflector for the performance of cable network antenna reflectors. The present work considers the various design approaches for cable mesh configuration of space deployable antenna reflectors. The equal force density shape forming criteria such is applied for obtaining the desired parabolic curvature of the mesh configuration. The ring structure for the deployable mechanism is considered as rigid linkages for designing mesh configuration. A generalized numbering scheme for nodes and cable mesh link is formulated for carrying forward various shapes forming criteria which help in making an algorithm. The algorithm for a better understanding of these methods is developed using MATLAB with nodal coordinates and its connection. Mesh configuration is developed with a different number of divisions. A study is also carried out for finding the required number of divisions for a highly accurate parabolic profile for a particular band frequency. A demonstration model is developed and a comparison of the coordinates of the prototype is made with those arrived at using the model.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"35 1","pages":"126 - 134"},"PeriodicalIF":0.0,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920960305","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46835025","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Two subdivision methods based on the regular octahedron for single- and double-layer spherical geodesic domes 两种基于正八面体的单层和双层球面测地线圆顶剖分方法
International Journal of Space Structures Pub Date : 2020-09-15 DOI: 10.1177/0956059920956944
D. Pilarska
{"title":"Two subdivision methods based on the regular octahedron for single- and double-layer spherical geodesic domes","authors":"D. Pilarska","doi":"10.1177/0956059920956944","DOIUrl":"https://doi.org/10.1177/0956059920956944","url":null,"abstract":"The paper presents the topological–geometric analysis of a selected number of space frames configurations for geodesic domes which are generated from the regular octahedron. Two subdivision methods for spherical triangles, proposed by Fuliński, were used to create two families of structures. The first family consists of six single-layer and six double-layer geodesic domes shaped on the basis of the first method of subdivision, while the second family contains six single-layer and six double-layer geodesic domes shaped on the basis of the second method of subdivision. The calculated results of the geometric parameters of the analyzed structures were used to create original formulas that allow for more advanced structures to be achieved, that is, with a larger number of nodes and struts. The geometric results were also used to create nomograms showing the range of struts of the same length for double-layer geodesic domes. In both single-layer and double-layer domes, the number of groups of struts of equal lengths and the number of faces with different areas are smaller for structures created according to the first method of subdivision. The comparison of the resulting element quantities of two methods shows that the largest differences appear between the domes with a larger number of struts (up to 67%). Here, the analysis might help the designer reach a final decision on the better choice of topology, in particular, when this aspect is combined with other design goals, such as efficiency, economy, utility, and elegance in the design of the structure and the cover of large areas.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"35 1","pages":"160 - 173"},"PeriodicalIF":0.0,"publicationDate":"2020-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920956944","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45610476","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 7
SPS reviewer list 2019 SPS评审员名单2019
International Journal of Space Structures Pub Date : 2020-09-01 DOI: 10.1177/0956059920904830
{"title":"SPS reviewer list 2019","authors":"","doi":"10.1177/0956059920904830","DOIUrl":"https://doi.org/10.1177/0956059920904830","url":null,"abstract":"","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"35 1","pages":"108 - 108"},"PeriodicalIF":0.0,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920904830","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43380374","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Announcement 公告
International Journal of Space Structures Pub Date : 2020-09-01 DOI: 10.1177/0956059920953641
{"title":"Announcement","authors":"","doi":"10.1177/0956059920953641","DOIUrl":"https://doi.org/10.1177/0956059920953641","url":null,"abstract":"","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"35 1","pages":"109 - 109"},"PeriodicalIF":0.0,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920953641","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46913161","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Form-driven design of a bending-active tensile façade system 弯曲-主动拉伸变形系统的形状驱动设计
International Journal of Space Structures Pub Date : 2020-07-06 DOI: 10.1177/0956059920931021
Léa Boulic, P. D’Acunto, Federico Bertagna, J. Castellón
{"title":"Form-driven design of a bending-active tensile façade system","authors":"Léa Boulic, P. D’Acunto, Federico Bertagna, J. Castellón","doi":"10.1177/0956059920931021","DOIUrl":"https://doi.org/10.1177/0956059920931021","url":null,"abstract":"This article highlights the design potentials of a recently proposed form-driven approach for bending-active tensile structures, in which the geometry of the actively bent elements can be directly defined without the recourse to a form-finding procedure. The approach is applied to the design of a lightweight sun-shading system that can be used to protect glazed building façades, and in which actively bent beams are restrained by pre-stressing strips. Other than structural requirements, the geometry of this hybrid structure is informed by functional and environmental considerations to prevent overheating and glare inside the building.","PeriodicalId":34964,"journal":{"name":"International Journal of Space Structures","volume":"35 1","pages":"174 - 190"},"PeriodicalIF":0.0,"publicationDate":"2020-07-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1177/0956059920931021","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43708193","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
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